IS 2132:1986 provides the code of practice for obtaining relatively undisturbed soil samples using thin-walled metal tubes, primarily for cohesive and certain non-cohesive soils. It outlines standardized procedures for drilling, sampling, handling, sealing, labeling, and shipping soil samples to ensure their integrity for laboratory testing. This standard is essential for geotechnical engineers, soil scientists, and construction professionals involved in soil investigation and foundation design in India.
Overview
IS 2132:1986 provides the code of practice for obtaining relatively undisturbed soil samples using thin-walled metal tubes, primarily for cohesive and certain non-cohesive soils. It outlines standardized procedures for drilling, sampling, handling, sealing, labeling, and shipping soil samples to ensure their integrity for laboratory testing. This standard is essential for geotechnical engineers, soil scientists, and construction professionals involved in soil investigation and foundation design in India.
Audience
Contents
Structure
IS 2132 - Scope Summary & Key Specifications
| Parameter | Description |
|---|---|
| Borehole No. & Coordinates | Location of sampling |
| Drilling Method | Rotary, percussion, etc. |
| Water Level Observations | Groundwater level, pressure zones |
| Sampling Tube No. | Identification of sample tube |
| Depth & Penetration | Depth of sample and penetration length |
| Sample Integrity | Evidence of slipping or disturbance |
| Soil Description | Visual and tactile soil properties |
flowchart TD
A[Boring Operation] --> B[Record Borehole Details]
B --> C[Observe Water Levels]
C --> D[Sampling Using Thin-Walled Tube]
D --> E[Record Sampling Details]
E --> F[Soil Description & Remarks]
This ensures comprehensive, standardized documentation for soil sampling as per IS 2132.
Clause 5.1 & Appendix A prescribe a detailed Proforma for Recording Observations during Undisturbed Soil Sampling using thin-walled tubes, including:
| Parameter | Description/Value |
|---|---|
| Borehole No. & Coordinates | Location details |
| Drilling Method | Rotary, Auger, etc. |
| Groundwater Level | Depth from ground surface |
| Sampling Tube No. | Identification number |
| Depth of Penetration | Length of tube penetration (m) |
| Sample Length in Tube | Length of soil sample (cm) |
| Evidence of Sample Slipping | Yes/No |
| Soil Description | Color, texture, structure, consistency |
This detailed record-keeping ensures reliable soil data for foundation design and geotechnical analysis per IS 2132.
IS 2132 - Equipment and Materials: Key Points
| Parameter | Description |
|---|---|
| Borehole No. & Coordinates | Location details |
| Drilling Method | Rotary, auger, etc. |
| Surface Elevation | Ground level at borehole |
| Water Levels | Before/after casing, excess pressure |
| Sampling Tube No. | Identification of sample tube |
| Depth & Penetration | Sampling depth and tube penetration |
| Sample Length & Condition | Length, slipping, disturbed material |
| Soil Description | Composition, color, structure, etc. |
flowchart TD
A[Start Boring] --> B[Record Borehole Details]
B --> C[Measure Water Levels]
C --> D[Insert Thin-Walled Tube]
D --> E[Record Sampling Data]
E --> F[Withdraw Sample & Describe Soil]
F --> G[Label & Store Sample]
G --> H[Complete Data Sheet]
References:
This ensures consistent, reliable undisturbed soil sampling and data documentation.
IS 2132: Sampling Procedure - Key Points
| Condition | Sampling Interval (max) |
|---|---|
| Change in stratum | Immediately |
| Normal sampling | 1.5 m |
| If vane shear/SPT tests between | 3 m |
flowchart LR
A[Start Sampling] --> B{Clean-out done?}
B -- Yes --> C[Sample immediately]
B -- No --> D[Delay not allowed]
C --> E{Change in stratum?}
E -- Yes --> F[Take sample]
E -- No --> G{Distance < 1.5m?}
G -- Yes --> H[Take sample]
G -- No --> I{Vane shear/SPT done?}
I -- Yes --> J[Interval up to 3m]
I -- No --> K[Interval max 1.5m]
This ensures representative, undisturbed soil samples per IS 2132 procedures.
IS 2132: Key Points on Field Observations & Data Recording
| Parameter | Description |
|---|---|
| Groundwater Level | Elevation of water table |
| Drilling Water Lost Elevation | Depth where water loss occurred |
| Excess Pressure Water Elevation | Depth where pressurized water encountered |
| Penetration Depth | Depth tube penetrated into soil |
| Water Level Before/After Casing | Water level changes with casing |
| Recovery Ratio | (Length of sample recovered / penetration) × 100% |
Tube No.: _______
Job Designation: _______
Sample Location: _______
Boring No.: _______
Sample No.: _______
Penetration: _______ m
Gross Recovery Ratio: _______ %
flowchart TD
A[Start Drilling] --> B[Record Surface Elevation]
B --> C[Record Groundwater Level]
C --> D[Lower Sampling Tube]
D --> E[Note Penetration Depth & Water Level]
E --> F[Withdraw Sample & Measure Recovery]
F --> G[Label Sample Tube]
G --> H[Fill Proforma with Observations]
IS 2132: Sample Handling, Sealing, and Shipping Key Points
| Aspect | Specification |
|---|---|
| Storage Bedding | Moist sand, jute bags, sawdust |
| Storage Location | In shade, avoid direct sun exposure |
| Labelling | Sample ID, date/time, location, data sheet |
| Sealing | Airtight seals/caps |
| Shipping | Sturdy containers with moist bedding |
flowchart LR
A[Sample Collection] --> B[Immediate Sealing]
B --> C[Place on Moist Bedding]
C --> D[Cover with Moist Bedding]
D --> E[Label Sample Container]
E --> F[Pack in Sturdy Shipping Container]
F --> G[Ship Maintaining Conditions]
This ensures sample integrity from collection to testing per IS 2132 standards.
IS 2132 Reporting: Key Specifications & Pro Forma
Labels on sample tubes must include:
[ \text{GRR} = \frac{\text{Length of Soil Sample Recovered}}{\text{Length of Tube Penetration}} \times 100% ]
| Item | Description |
|---|---|
| Borehole No. & Coordinates | Identification and location |
| Drilling Method | Rotary, auger, percussion, etc. |
| Water Levels | Groundwater, before/after casing, pressure |
| Sampling Details | Depth, method, penetration, sample length |
| Sample Condition | Disturbed/undisturbed, slipping, soil type |
| Label Information | Tube No., job, location, penetration, GRR |
flowchart TD
A[Start Boring] --> B[Record Borehole Details]
B --> C[Observe Water Levels]
C --> D[Perform Sampling]
D --> E[Record Sampling Data]
E --> F[Label Sample Tubes]
F --> G[Prepare Report]
G --> H[Submit & Archive]
Use this framework to ensure compliance with IS 2132 reporting requirements.
IS 2132: Proforma for Record of Observations (Key Points & Format)
| Section | Details to Record |
|---|---|
| Project & Borehole | Project name, borehole no., coordinates, drilling method, surface & borehole top elevation, casing details, driller's name, dates |
| Water Level Observations | Groundwater level, water loss elevations, excess pressure water elevations, water levels before/after casing insertion/removal, mud usage |
| Sampling Operations | Sampling tube no., cleaning method/time, casing depth, sampling date/time, water level during sampling, tube penetration details, sample length, weight, soil description, remarks |
| Parameter | Description/Value |
|---|---|
| Depth of penetration | e.g., 5.5 m |
| Distance from tube top to sample top | Le = 0.1 m |
| Sample length in tube | 0.5 m |
| Weight of tube + sample | 12 kg |
| Evidence of sample slipping | Yes/No |
| Soil description | Clayey, moist, brown, firm |
flowchart TD
A[Start: Borehole Drilling] --> B[Record Water Levels]
B --> C[Sampling Preparation]
C --> D[Insert Sampling Tube]
D --> E[Record Sampling Details]
E --> F[Label Sample Tubes]
F --> G[Complete Field Log]
Summary: Use the detailed proforma to comprehensively log all drilling and sampling observations, especially water levels and sample
Frequently Asked
IS 2132: Thin-Walled Sampling Tubes Specifications
| Tube Size | Outer Diameter (mm) | Wall Thickness (mm) | Length (mm) |
|---|---|---|---|
| Size 1 | ~35 | ~1.25 | ~450 |
| Size 2 | ~38 | ~1.25 | ~450 |
| Size 3 | ~42 | ~1.25 | ~450 |
| Size 4 | ~45 | ~1.25 | ~450 |
Exact dimensions should be verified from IS 11594-1985.
Loading diagram...
In brief: Use stainless steel or copper tubes per IS 11594, available in four standard sizes, for undisturbed soil sampling as per IS 2132.
To prepare the borehole without disturbing the soil before sampling (IS 2132):
This ensures an undisturbed, representative soil sample.
To ensure the soil sample remains undisturbed during insertion and withdrawal of the thin-walled sampling tube (IS 2132):
These procedures minimize disturbance, producing relatively undisturbed samples suitable for sensitive tests.
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Sealing and Preservation of Soil Samples (IS 2132 Clauses 4.4.2 - 4.4.4):
Sealing:
On-site Preservation:
During Transportation:
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This ensures sample integrity by preventing moisture loss and contamination.
To comply with IS 2132 during sampling operations, the following field data must be recorded:
Water-table information:
Sampling tube data:
Sampling tube lowering details:
Label information on sample tubes:
| Data Type | Details to Record |
|---|---|
| Water-table info | Groundwater level, water loss elevation, excess pressure zones |
| Sampling tube measurements | Sample length, gap length inside tube |
| Borehole & penetration | Borehole depth, tube penetration, borehole water level |
| Sample identification | Tube no., job, location, boring no., sample no., penetration, recovery ratio |
This ensures traceability and quality control during soil sampling.
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